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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.4 LAccepted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA | L1 | Accepted-Finance OK | |
| 2 | L2₹23.9 L+₹48,017.99 (2.05%)Accepted-Finance 78 NEAR CHOPAL VILLAGE NIZAMPUR DISTT PANIPAT | PANIPAT | HARYANA | L2 | Accepted-Finance OK | |
| 3 | L3₹24.9 L+₹1.5 L (6.22%)Accepted-Finance | L3 | Accepted-Finance OK | |
| 4 | L4₹24.9 L+₹1.5 L (6.30%)Accepted-Finance | L4 | Accepted-Finance OK | |
| 5 | L5₹26.0 L+₹2.6 L (10.9%)Accepted-Finance A 7 62 SECTOR 15 ROHINI DELHI 110089 | NORTH WEST | DELHI | 110089 | L5 | Accepted-Finance OK |
Tender Value
₹36.1 L
EMD Value
₹72,208
Closing Date
2 Jun 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
DIVN. SOUTH EAST ROAD-2, PWD, SUKHDEV VIHAR, NEW DELHI.
Restoration of road cut by BSES Rajdhani Power Ltd, IGL and Lightstorm Telecom Connectivity Private Limited under Sub Division SER-2/25 during 2026-27, New Delhi.
2026_PWD_291851_1
23/EE/SER-II/PWD/2026-27
Open Tender
Civil Works - Roads
Works
30 days
NEW DELHI
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹72,208
4 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil. | 469 | Cum | 177.5 | ₹83,247.5 |
| 2 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade
Two or more coats on new work | 263 | Sqm | 155.9 | ₹41,001.7 |
| 3 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 469 | Cum | 263.95 | ₹1,23,792.55 |
| 4Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion | |||||
| 4.1 | On W.B.M / W.M.M. @ 0.4kg/sqm | 920 | Sqm | 21.2 | ₹19,504 |
| 4.2 | On bituminous surface @ 0.25kg/sqm | 920 | Sqm | 14.05 | ₹12,926 |
| 5 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 55 | Cum | 11,129.55 | ₹6,12,125.25 |
| 6 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 46 | Cum | 12,126.2 | ₹5,57,805.2 |
| 7 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 33 | Cum | 10,117.6 | ₹3,33,880.8 |
| 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 184 | Cum | 2,784 | ₹5,12,256 |
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